Matches in SemOpenAlex for { <https://semopenalex.org/work/W2344485554> ?p ?o ?g. }
- W2344485554 endingPage "575" @default.
- W2344485554 startingPage "565" @default.
- W2344485554 abstract "Abstract The grinding of coffee beans and subsequent brewing of coffee generates spent coffee grounds (CG), an insoluble waste material rich in organic content. Ground granulated blast furnace slag (S), is a waste by-product derived from steel production. The combustion of coal in power plants produces fly ash (FA) as a waste by-product. The reuse of CG, S and FA as green and sustainable construction materials is of global concern nowadays. The objective of this study was to evaluate the possibility of combining a highly organic waste (CG) with industrial wastes (S and FA) into a sustainable subgrade construction material by a geopolymerization process. A geopolymeric material was synthesized using CG as the base material, and a controlled ratio of S and FA as precursors. A mixture of sodium silicate solution (Na 2 SiO 3 ) and sodium hydroxide solution (NaOH) was used as the alkaline liquid activator (L). Strength development of these geopolymers was assessed using the unconfined compressive strength (UCS) test. Particle bonding and geopolymer matrix pattern of the geopolymers were observed with scanning electron microscopy (SEM). With the base material-to-precursor ratio fixed at a ratio of 70:30, the following factors are found to influence strength development in the geopolymer: (1) ratio of S:FA, (2) ratio of Na 2 SiO 3 :NaOH, (3) curing time, and (4) curing temperature. When compacted under optimum liquid content (OLC), all the material combinations investigated meet the structural strength requirement for subgrade materials in road embankments specified by various road authorities. It was found that the mixture with CG:S:FA = 70:30:0, Na 2 SiO 3 :NaOH = 70:30, and L = 55% was the optimum geopolymer blend recommended, as it produces a relatively high UCS with a relatively low L content. This green geopolymer comprising essentially of waste materials was found to be viable as a stabilized subgrade material. The research findings have the potential to transform the construction industry in the sustainable usage of waste by-products in future road subgrades." @default.
- W2344485554 created "2016-06-24" @default.
- W2344485554 creator A5019095418 @default.
- W2344485554 creator A5022107577 @default.
- W2344485554 creator A5027829956 @default.
- W2344485554 creator A5046193097 @default.
- W2344485554 creator A5073916190 @default.
- W2344485554 date "2016-07-01" @default.
- W2344485554 modified "2023-10-17" @default.
- W2344485554 title "Strength assessment of spent coffee grounds-geopolymer cement utilizing slag and fly ash precursors" @default.
- W2344485554 cites W1007840108 @default.
- W2344485554 cites W1958153160 @default.
- W2344485554 cites W1964487275 @default.
- W2344485554 cites W1966359213 @default.
- W2344485554 cites W1970411131 @default.
- W2344485554 cites W1974884586 @default.
- W2344485554 cites W1975025290 @default.
- W2344485554 cites W1979512353 @default.
- W2344485554 cites W1980882947 @default.
- W2344485554 cites W1984766097 @default.
- W2344485554 cites W1996045964 @default.
- W2344485554 cites W1996664127 @default.
- W2344485554 cites W1997145451 @default.
- W2344485554 cites W1999376184 @default.
- W2344485554 cites W2004606707 @default.
- W2344485554 cites W2009266018 @default.
- W2344485554 cites W2010156695 @default.
- W2344485554 cites W2014949274 @default.
- W2344485554 cites W2016567938 @default.
- W2344485554 cites W2020124994 @default.
- W2344485554 cites W2026762120 @default.
- W2344485554 cites W2034852426 @default.
- W2344485554 cites W2055667420 @default.
- W2344485554 cites W2056272607 @default.
- W2344485554 cites W2063497531 @default.
- W2344485554 cites W2064769406 @default.
- W2344485554 cites W2066509108 @default.
- W2344485554 cites W2068066265 @default.
- W2344485554 cites W2072115608 @default.
- W2344485554 cites W2077613355 @default.
- W2344485554 cites W2081003138 @default.
- W2344485554 cites W2085875090 @default.
- W2344485554 cites W2090329312 @default.
- W2344485554 cites W2094166067 @default.
- W2344485554 cites W2095259135 @default.
- W2344485554 cites W2099011569 @default.
- W2344485554 cites W2111802300 @default.
- W2344485554 cites W2114762030 @default.
- W2344485554 cites W2117475904 @default.
- W2344485554 cites W2128292884 @default.
- W2344485554 cites W2149502014 @default.
- W2344485554 cites W2152043332 @default.
- W2344485554 cites W2158042084 @default.
- W2344485554 cites W226878523 @default.
- W2344485554 cites W2321158331 @default.
- W2344485554 cites W844448079 @default.
- W2344485554 doi "https://doi.org/10.1016/j.conbuildmat.2016.04.021" @default.
- W2344485554 hasPublicationYear "2016" @default.
- W2344485554 type Work @default.
- W2344485554 sameAs 2344485554 @default.
- W2344485554 citedByCount "81" @default.
- W2344485554 countsByYear W23444855542016 @default.
- W2344485554 countsByYear W23444855542017 @default.
- W2344485554 countsByYear W23444855542018 @default.
- W2344485554 countsByYear W23444855542019 @default.
- W2344485554 countsByYear W23444855542020 @default.
- W2344485554 countsByYear W23444855542021 @default.
- W2344485554 countsByYear W23444855542022 @default.
- W2344485554 countsByYear W23444855542023 @default.
- W2344485554 crossrefType "journal-article" @default.
- W2344485554 hasAuthorship W2344485554A5019095418 @default.
- W2344485554 hasAuthorship W2344485554A5022107577 @default.
- W2344485554 hasAuthorship W2344485554A5027829956 @default.
- W2344485554 hasAuthorship W2344485554A5046193097 @default.
- W2344485554 hasAuthorship W2344485554A5073916190 @default.
- W2344485554 hasConcept C127413603 @default.
- W2344485554 hasConcept C159048435 @default.
- W2344485554 hasConcept C159985019 @default.
- W2344485554 hasConcept C191187239 @default.
- W2344485554 hasConcept C191897082 @default.
- W2344485554 hasConcept C192562407 @default.
- W2344485554 hasConcept C2780837464 @default.
- W2344485554 hasConcept C3020347786 @default.
- W2344485554 hasConcept C523993062 @default.
- W2344485554 hasConcept C548081761 @default.
- W2344485554 hasConcept C87343466 @default.
- W2344485554 hasConcept C88463610 @default.
- W2344485554 hasConceptScore W2344485554C127413603 @default.
- W2344485554 hasConceptScore W2344485554C159048435 @default.
- W2344485554 hasConceptScore W2344485554C159985019 @default.
- W2344485554 hasConceptScore W2344485554C191187239 @default.
- W2344485554 hasConceptScore W2344485554C191897082 @default.
- W2344485554 hasConceptScore W2344485554C192562407 @default.
- W2344485554 hasConceptScore W2344485554C2780837464 @default.
- W2344485554 hasConceptScore W2344485554C3020347786 @default.
- W2344485554 hasConceptScore W2344485554C523993062 @default.
- W2344485554 hasConceptScore W2344485554C548081761 @default.
- W2344485554 hasConceptScore W2344485554C87343466 @default.